Effect of Concrete Infill and Slenderness on Column-Face Component in Anchored Blind-Bolt Connections-Reference-Cited by-同舟云学术

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Effect of Concrete Infill and Slenderness on Column-Face Component in Anchored Blind-Bolt Connections

Published:2020-04 Issue:4 Volume:146 Page:04020041
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Tizani Walid¹^ORCID,Mahmood Mohammed²^ORCID,Bournas Dionysios³

Affiliation:

1. Associate Professor, Dept. of Civil Engineering, Univ. of Nottingham, Nottingham NG7 2RD, UK. ORCID:

2. Assistant Professor, Dept. of Civil Engineering, Univ. of Diyala, Diyala, Baqubah 32001, Iraq (corresponding author). ORCID: .

3. Scientific Officer, European Commission, Joint Research Centre, 2749, Ispra 21027, Italy.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29ST.1943-541X.0002557

Reference55 articles.

1. Tensile behaviour of anchored blind bolts in concrete filled square hollow sections

2. Tensile Behavior of Groups of Anchored Blind Bolts within Concrete-Filled Steel Square Hollow Sections

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1. Fusion of experimental and numerical data for development of Extended Hollo-bolt component based model;Engineering Structures;2024-12

2. Study on tensile behavior and design methods of thread-fixed one-side bolted joints to concrete-filled steel tubes;Journal of Constructional Steel Research;2024-11

3. Structural Investigation of Shear Performance of Square CFST Column Joints with Extended Hollo-Bolts;Journal of Structural Engineering;2024-10

4. Beam-to-CFST column joints in steel-concrete composite buildings: A comprehensive review;Structures;2024-10

5. An assessment of application of the component-based method to full range behaviour of joints between steel beam to concrete filled steel tube columns under extreme loading conditions;Engineering Structures;2024-06

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